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TEST PIT 4 E'5:"9:6 <br />ELEVATION 0066.0 <br />0 <br />SM_ BROWN FINE TO MEDIUM SAND 9 <br />ML SILT MIXTURE WITH SOME COARSE <br />SAND (MA" ROOTS TO Y' TO.") <br />- MEDIUM DENSE <br />12 <br />TEST PIT COMPLETED 5 - 51 - n TO 15.5' <br />SIDES STOOD VERTICAL <br />GROUND WATER ENCOUNTERED AT 11.5' 14 <br />LOG OF TEST PITS <br />TEST PIT 5 E;°5:';:;' <br />ELEVATION 6510. <br />4 - <br />BROWN SILTY FINE TO MEDIUM SAND <br />BROWN FINE TO MEDIUM SAND - SILT <br />WITH SOME CLAY - MEDIUM DENSE <br />ML <br />MIXTURE (MAAR ROOTS TO )" TO 5" ) <br />~ 6 <br />- MEDIUM DENSE <br />z <br />OCCASIONAL GRADING WITH <br />GRADES WITH SOME COARSE <br />ZONES OF SOME FINE TO <br />SAND& FINE TO COARSEGRAVEL <br />d B <br />COARSE GRAVEL <br />BROWN SILTY FINE TO MEDIUM SAND - <br />G <br />12 <br />TEST PIT COMPLETED 5 - 51 - n TO 15.5' <br />SIDES STOOD VERTICAL <br />GROUND WATER ENCOUNTERED AT 11.5' 14 <br />LOG OF TEST PITS <br />TEST PIT 5 E;°5:';:;' <br />ELEVATION 6510. <br />SM- <br />BROWN FINE TO MEDIUM SAND - SILT <br />ML <br />MIXTURE (MAAR ROOTS TO )" TO 5" ) <br />- MEDIUM DENSE <br />OCCASIONAL GRADING WITH <br />ZONES OF SOME FINE TO <br />SM <br />COARSE GRAVEL <br />BROWN SILTY FINE TO MEDIUM SAND - <br />MEDIUM DENSE <br />BROWN SILTY FINE TO MEDIUM SAND <br />WITH SOME CLAY IN COARSE GRA VEL <br />- MEDIUM DENSE <br />TEST PIT COMPLETED 5 - 51 - n TO 15.0' <br />SIDES STOOD VERTICAL <br />GROUND WATER NOT ENCOUNTEREO <br />laAMm• B moomm <br />PLATE A -1D <br />